JPS62170659A - Flat roof surface close adhesion fixing mold frame and construction method - Google Patents
Flat roof surface close adhesion fixing mold frame and construction methodInfo
- Publication number
- JPS62170659A JPS62170659A JP1189986A JP1189986A JPS62170659A JP S62170659 A JPS62170659 A JP S62170659A JP 1189986 A JP1189986 A JP 1189986A JP 1189986 A JP1189986 A JP 1189986A JP S62170659 A JPS62170659 A JP S62170659A
- Authority
- JP
- Japan
- Prior art keywords
- uneven surface
- formwork
- column
- poles
- closely
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims description 12
- 238000009415 formwork Methods 0.000 claims description 36
- 239000004567 concrete Substances 0.000 claims description 11
- 238000000034 method Methods 0.000 claims description 8
- 239000012778 molding material Substances 0.000 claims description 4
- 239000007787 solid Substances 0.000 claims description 3
- 239000000853 adhesive Substances 0.000 claims description 2
- 230000001070 adhesive effect Effects 0.000 claims description 2
- 238000000465 moulding Methods 0.000 claims 1
- 239000000463 material Substances 0.000 description 8
- 230000008439 repair process Effects 0.000 description 7
- 230000003014 reinforcing effect Effects 0.000 description 4
- 239000011800 void material Substances 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 3
- 239000006260 foam Substances 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000005056 compaction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- -1 rag Substances 0.000 description 2
- 239000002344 surface layer Substances 0.000 description 2
- 241001290610 Abildgaardia Species 0.000 description 1
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000007665 sagging Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〈産業上の利用分野〉
本発明は、鉄筋コンクリート構造物、構築工事を施工す
る際、不陸のはげしい基盤を密接固定するのに用いられ
る型枠及び不陸面密接固定工法に関する。[Detailed Description of the Invention] <Industrial Application Field> The present invention relates to formwork used to closely fix uneven foundations and uneven surfaces when constructing reinforced concrete structures and construction works. Regarding construction methods.
〈従来の技術〉
従来より不陸を有する基盤を固定するには、板状の一枚
構造の型枠の一端を不陸を有する基盤に圧設するか(第
8図参照)、一枚構造の型枠を不陸面に合わせて加工す
るか、又は直線状の型枠と不陸面との間にウレタンホー
ム、ウェスやモルタル等を充填することによって不陸面
と型枠の間隙を無くして固定していた(第9図参照)。<Prior art> Conventionally, in order to fix an uneven base, one end of a formwork of a plate-like monolithic structure is pressed onto the uneven base (see Figure 8), or a monolithic structure is used. Eliminate the gap between the uneven surface and the form by processing the formwork to fit the uneven surface, or fill the gap between the linear formwork and the uneven surface with urethane foam, rag, mortar, etc. (See Figure 9).
〈発明が解決しようとする問題点〉
しかし、第8図に示す工法では不陸面と型枠との間に隙
間が空きやすいため、このコンクリート打設が十分とい
かずそこから破損が生じやすく、また隙間は型枠後の後
打ち部材の填圧、締め固めが不十分となり後日破損の大
きな要因となっていた。<Problems to be solved by the invention> However, with the construction method shown in Figure 8, gaps tend to form between the uneven surface and the formwork, so concrete is not poured sufficiently and damage tends to occur from there. In addition, the gaps caused insufficient pressure and compaction of post-cast members after forming the formwork, which was a major cause of damage later on.
さらにまた、第10図に示す不陸面との隙間にウレタン
ホーム、ウェスやモルタルを充填する工法においても、
打ち込みコンク−1−の自重やバイブレーダー等の締め
固めによってこれらが離脱して不確実なコンクリート打
設の大きな原因となっている。Furthermore, in the method of filling the gap between the uneven surface and the uneven surface with urethane foam, rag, or mortar as shown in Figure 10,
These are separated by the weight of the pouring concrete 1 and compaction by a vibrader, etc., and are a major cause of uncertain concrete pouring.
このような問題は、鉄筋コンクリート構造物の構築並び
に補修時においても問題となっていた。Such problems have also been a problem when constructing and repairing reinforced concrete structures.
例えば、路面打ち換え工事において路面をブレーカ−や
ピックで破砕する際、下部の路盤までも破損させて不陸
面を形成させる場合が生じる。For example, when the road surface is broken with breakers or picks in road resurfacing work, the lower roadbed may also be damaged, resulting in the formation of an uneven surface.
また、高架道路補修や道路橋補修に際しては、路面表層
をブレーカ−やピック等で破砕すると床盤、特に目地を
設けたかど部に不陸を生じ易い。Furthermore, when repairing elevated roads or road bridges, if the road surface layer is crushed with breakers, picks, etc., unevenness is likely to occur in the floorboard, especially at corners where joints are provided.
従来においては、目地にて相対峙する箇所に前述の型枠
を設け、それぞれコンクリートを流し込み、さらに目地
間を各種ジヨイントで結合していた。Conventionally, the above-mentioned formwork was provided at opposing locations at the joints, concrete was poured into each, and the joints were connected using various joints.
しかし、不陸面より生じる欠陥により、後日目地付近よ
り破損が生じ、再び道路補修が必要となってしまう。However, due to defects caused by the uneven surface, damage occurs near the joints at a later date, making it necessary to repair the road again.
従来においては、このような不陸面を有する鉄筋コンク
リート構造物の構築や補修工事には対応しにくく、かつ
コストも手間も多くかかっていた。Conventionally, it has been difficult to construct or repair reinforced concrete structures with such uneven surfaces, and it has been costly and labor-intensive.
そこで本発明は不陸面に有効に施工できる型枠及び不陸
面密接固定工法を提供することを目的としてなされたも
のである。Therefore, the present invention has been made with the object of providing formwork that can be effectively constructed on uneven surfaces and a construction method for closely fixing the forms on uneven surfaces.
く問題を解決するための手段〉
本発明者は上記欠点を排除した不陸面密接固定枠及び不
陸面密接固定工法を提供するよう研究した結果、適当の
長さ、太さを有するポールを互いに隣接させながら列を
なさしめ不陸面の深浅に応じて高低を付して不陸面の基
盤に密接するように押し込み、該層で形成する空所にコ
ンクリートを打込めば、これを固定して型枠とし、つい
で後打ち部材の流失、ダレ落ちを防止することができる
との知見を得て本発明を完成した。As a result of research to provide a frame for closely fixing uneven surfaces and a construction method for closely fixing uneven surfaces that eliminate the above-mentioned drawbacks, the present inventor has developed a pole having an appropriate length and thickness. Form a row next to each other and set the height according to the depth and shallowness of the unland surface, push it closely to the foundation of the unland surface, and pour concrete into the void formed by the layer to fix it. The present invention was completed based on the knowledge that it is possible to prevent the after-casting members from washing away and sagging.
以下本発明の実施態様を図面に基づいて詳細に説明する
。Embodiments of the present invention will be described in detail below based on the drawings.
第1図は本発明の一実施態様による不陸面密接固定型枠
の正面図である。FIG. 1 is a front view of a formwork closely fixed to an uneven surface according to an embodiment of the present invention.
第2図は本発明の一実施態様による不陸面密接固定工法
の概要を示す説明図である斜視図である。FIG. 2 is a perspective view that is an explanatory diagram showing an outline of a method for closely fixing an uneven surface according to an embodiment of the present invention.
本発明の不陸面密接固定工法で不陸面を有する基盤を密
接固定するにはポール1,1′・・・を地盤の不陸部分
にその不陸面の深浅に応じて高低を付してポールの埋設
をほぼ同じにして密接させる。In order to tightly fix a foundation with an uneven surface using the method of closely fixing an uneven surface of the present invention, poles 1, 1', etc. are attached to the uneven part of the ground with heights depending on the depth and shallowness of the uneven surface. The poles should be buried almost equally and close together.
つぎに他のポールを先に密接させたポールに隣接して不
陸部分に密接させる。Next, other poles are placed in close contact with the uneven portion adjacent to the poles that were placed in close contact with each other first.
以下これに準じて他のポールを不陸面に密接し隣接させ
、柵状にしだ列柱主を形成する。Following this, other poles are placed close to and adjacent to the uneven surface to form a fence-like colonnade.
列柱又は挟み板3で固定されて一体化され、さらに支持
板4により基盤に対して固定される。They are fixed and integrated by columns or sandwich plates 3, and are further fixed to the base by support plates 4.
ポールの材質は鉄、アルミニウム、アルミニウム合金、
プラスチック材、及び木材等でよく、長さ、太さは場に
応じて定められるが長さ300mm、太さ5mφ程度の
棒状、パイプ管状のものが複雑な不陸面に対処しやすく
、また作業上からも好ましい。The material of the pole is iron, aluminum, aluminum alloy,
It can be made of plastic material, wood, etc., and the length and thickness are determined depending on the site, but rod-shaped or pipe-shaped materials with a length of about 300 mm and a thickness of about 5 mφ are easy to deal with complex uneven surfaces, and are easy to work with. Also preferred from above.
また、ポールの断面形状は中空筒、または充実筒の円柱
、四角柱又は多角柱等が好ましい。Further, the cross-sectional shape of the pole is preferably a hollow cylinder, a solid cylinder, a square cylinder, a polygonal cylinder, or the like.
挾み板3は列状のポールを挟持するもので、金属材、プ
ラスチック材、木材等で製作される。The clamping plate 3 is used to clamp the rows of poles, and is made of metal, plastic, wood, or the like.
挾み板3は複数本で形成されるポールの列柱を1枚の挟
み板で適当の位置でおりまげてポールの列の左右から挟
みこむか、又は2枚の挟み板でポールの列を前後から挟
持して両端又は一端を熔接又はボルト等で固定あるいは
くさびやさし造式にしてもよい。The clamping plate 3 can be used by folding a column of poles formed by multiple poles at an appropriate position with one clamping plate and sandwiching it from the left and right sides of the row of poles, or by using two clamping plates to hold the row of poles together. It may be held from the front and back and both ends or one end may be fixed by welding or bolts, or it may be of a wedge or sedge construction.
4は支持板でその一端を基盤内に差し込むか、あるいは
アンカーや鉄筋と熔接等で固定したものを挾み板3に固
着して不陸面密接固定型枠を固定する。Reference numeral 4 denotes a support plate, and one end of the support plate is inserted into the base, or fixed to an anchor or reinforcing bar by welding or the like, and fixed to the sandwich plate 3 to fix the formwork closely fixed to the uneven surface.
挟み板3へ支持板4を固着する方法としては、先端をL
字型に折り曲げた支持板4の一端をあらかじめ挟み板に
設けた孔に挿入し、くさびを差し込み固定してもよいし
、熔接又はボルトで固着してもよい。The method of fixing the support plate 4 to the sandwich plate 3 is to
One end of the support plate 4 bent into a letter shape may be inserted into a hole previously provided in the sandwich plate, and a wedge may be inserted and fixed therein, or the support plate 4 may be fixed by welding or bolting.
こうしてできた不陸面密接型枠で形成される空°所にコ
ンクリートを流し込めば不陸面も密接固定することがで
きる。By pouring concrete into the void formed by the uneven surface contact formwork created in this way, the uneven surface can also be tightly fixed.
また、地盤の不陸面が深く、かつ、広範囲にわたり、不
陸面密接工事が大がかりとなるときはポールの列柱数を
多数列とし、ポール間及び又はポール列柱間を第3図に
示すように接着剤で固着してもよいし、図では示さなか
ったがバンド締めしてもよい。In addition, when the unland surface of the ground is deep and spread over a wide area, and the construction work in close contact with the unland surface is large-scale, the number of columns of poles should be set to multiple rows, and the distance between the poles and/or between the pole columns is shown in Figure 3. It may be fixed with adhesive as shown in the figure, or it may be tightened with a band (not shown in the figure).
さらに、型枠の強度を強固にし、コンクリートを流し込
んだとき、流出を防ぐため、第4図に示すようにポール
の断面形状を三角形で列柱の列数を2列とし、互いに楔
着したり、或は第5図に示すように列柱のポールが隣接
するポール同志が凹凸状に噛合わされてもよい。Furthermore, in order to increase the strength of the formwork and prevent concrete from flowing out when poured, the cross-sectional shape of the poles is triangular and the number of columns is two, as shown in Figure 4, and the columns are wedged together. Alternatively, as shown in FIG. 5, adjacent poles of a column may be interlocked with each other in an uneven manner.
前述した不陸面密接固定型枠は現場で組みたてながら、
所定の不陸面密接固定型枠を成型しながら現場に取りつ
け、不陸面密接固定型枠が取りつけられて形成する空所
にコンクリートを流しこむか、又は現地以外の場所で前
記不陸面密接固定型枠を着脱自在に仮りに固定し現場で
固定する方法も採り得る。While the above-mentioned non-land surface close fixed formwork is assembled on site,
Either formwork for closely fixing a specified uneven surface is molded and attached to the site, and concrete is poured into the void formed by the attached formwork for closely fixing an uneven surface, or the formwork for closely fixing the uneven surface is poured at a location other than the site. It is also possible to temporarily fix the fixed formwork in a removable manner and fix it at the site.
不陸面の凹凸がはげしく、これに伴いポールの高低が激
しくなった場合にも、本発明によれば容易に上部の任意
の位置で水平、もしくは目的の勾配に切り揃えることが
可能である。Even if the unevenness of the uneven surface is severe and the height of the pole increases accordingly, according to the present invention, it is possible to easily trim the pole to be horizontal or to the desired slope at any position on the upper part.
そこで、本発明の型枠を道路補修、または構築時に利用
して、道路の目地部に設定し、上部に目地定型材をはめ
込んで利用することもできる(第6図参照)。Therefore, the formwork of the present invention can be used for road repair or construction by setting it at the joint part of the road and fitting a joint defining material into the upper part (see Fig. 6).
第7図は本発明の型枠を道路補修に利用したものである
。FIG. 7 shows the formwork of the present invention used for road repair.
高架道路補修の際、路面表層をブレーカ−やピック等で
破砕すると床盤、特に目地を設けたかど部に不陸を生じ
易い。When repairing an elevated road, if the road surface layer is crushed with breakers, picks, etc., unevenness tends to occur in the floorboard, especially at the corners where joints are provided.
このとき、目地にて相対峙する箇所にそれぞれポールを
隣接させて列状に設けた列柱を設は本発明の不陸面密接
型枠を設置し、また、その側壁にも本発明の型枠を準じ
て設置し、これらと目地部に設けた型枠の対面の法面と
で形成する空所にコンクリートを流し込む。At this time, columns are installed in rows with poles adjacent to each other at locations facing each other at the joints, and the uneven surface contact formwork of the present invention is installed on the side walls. The frames are installed accordingly, and concrete is poured into the void formed by these frames and the slope facing the formwork provided at the joint.
このとき、列柱を固定する支持板の一端は、既設の補強
鉄筋の一部と現場でボルト締め、または熔接して固定す
ればよい。At this time, one end of the support plate to which the columns are fixed may be fixed by bolting or welding to a part of the existing reinforcing reinforcing bars on site.
またこのとき、列柱の上部を水平、もしくは目的の勾配
に切りそろえ、目地にて相対峙する本発明の不陸面密接
固定型枠の上部に弾性成型材、伸縮継手、あるいは各種
ジヨイントを取付け、不陸面打ち上げ床の目地材とする
。Also, at this time, the upper part of the column is cut horizontally or to the desired slope, and elastic molding material, expansion joints, or various joints are attached to the upper part of the uneven surface close-fixing formwork of the present invention that faces each other at the joint. Use as a joint material for raised floors on uneven surfaces.
この場合はこの密接固定型枠は捨て型枠とする。In this case, this tightly fixed formwork is used as a disposable formwork.
また、本発明の不陸面密接固定型枠を適当間隔でます目
を作りその上部を水平、もしくは目的の勾配に切りそろ
え、該上部に弾性成型材、伸縮継手、あるいは各種ジヨ
イントを取付けてもよい。Alternatively, the formwork for tightly fixing an uneven surface according to the present invention may be made with squares at appropriate intervals, and the upper part thereof may be cut horizontally or to the desired slope, and elastic molding material, expansion joints, or various joints may be attached to the upper part. .
〈効果〉
本発明によれば不陸面の基礎工事や道路補修が容易に、
かつ有効に確実にしかも低コストででき、また、列柱を
任意の位置でそろえたり、レベルをとるのが容易であり
、また目地部を有する高架道路、道路橋においても確実
な補修、及び構築が可能になる。<Effects> According to the present invention, foundation work on uneven surfaces and road repairs can be easily carried out.
It can be done effectively, reliably, and at low cost, and it is easy to align columns at arbitrary positions and level them, and it can also be used for reliable repair and construction of elevated roads and road bridges that have joints. becomes possible.
第1図は本発明の一実施態様の不陸面密接固定型枠の正
面図。
第2図は本発明の一実施態様の型枠を不陸面に取り付け
た型枠の斜視図。
第3図は複数列のポールの列柱を一体にした構造体の斜
視図、第4図は断面形状が三角形のポールの列柱を互い
に楔着した構造体の斜視図、第5図はポール間の接続が
凹凸型で噛合った型枠の斜視図。
第6図は列柱の頭部に目地定型材をはめ込んだ側面図。
第7図は道路補修において不陸面打ち上げ床の目地材に
応用した例を示す断面図。
第8図、第9図及び第10図は従来の工法を示す説明図
。
1.1′・・・・・・・・・・・・ポール2・・・・・
・・・・・・・列柱
3・・・・・・・・・・・・挾み板
4・・・・・・・・・・・・支持板
5・・・・・・・・・・・・目地定型材6・・・・・・
・・・・・・弾性成型材、伸縮継手、またはジヨイント
7・・・・・・・・・・・・既設鉄筋
8・・・・・・・・・・・・従来型型枠9・・・・・・
・・・・・・ウレタンホーム、ウェス、またはモルタルFIG. 1 is a front view of a formwork closely fixed to an uneven surface according to an embodiment of the present invention. FIG. 2 is a perspective view of a formwork according to an embodiment of the present invention attached to an uneven surface. Figure 3 is a perspective view of a structure in which multiple columns of poles are integrated, Figure 4 is a perspective view of a structure in which columns of poles with triangular cross-sectional shapes are wedged together, and Figure 5 is a perspective view of a structure in which columns of poles with a triangular cross-sectional shape are wedged together. FIG. 2 is a perspective view of formworks in which the connections between them are concave and convex and mesh with each other. Figure 6 is a side view of the joint forming material fitted into the head of the colonnade. FIG. 7 is a sectional view showing an example of application as a joint material for raised floors on uneven surfaces in road repair. FIG. 8, FIG. 9, and FIG. 10 are explanatory diagrams showing the conventional construction method. 1.1′・・・・・・・・・Pole 2・・・・・・
・・・・・・Column 3・・・・・・・・・・・・Spanning plate 4・・・・・・・・・Support plate 5・・・・・・・・・...Joint defining material 6...
・・・・・・Elastic molding material, expansion joint, or joint 7・・・・・・・・・Existing reinforcing bars 8・・・・・・・・・Conventional formwork 9・・・・・・・・・・
・・・・・・Urethane foam, cloth, or mortar
Claims (11)
定型枠。(1) A formwork that is closely fixed to an uneven surface, with poles placed adjacent to each other to form the formwork.
該列柱を挟み板で固定し、又はポール間を接着剤で固定
し、さらに挟み板を支持板で固定してなる特許請求の範
囲第1項記載の不陸面密接固定型枠。(2) A patent in which a column is formed by adjoining poles in a row, and the column is further fixed with a sandwich plate, or the poles are fixed with adhesive, and the sandwich plate is further fixed with a support plate. A formwork closely fixed to an uneven surface according to claim 1.
四角柱又は多角柱である特許請求の範囲第1項記載の不
陸面密接固定型枠。(3) The cross-sectional shape of the pole is a cylinder with a hollow cylinder or a solid cylinder;
The formwork closely fixed to an uneven surface according to claim 1, which is a square prism or a polygonal prism.
1項記載の不陸面密接固定型枠。(4) The formwork for tightly fixing an uneven surface according to claim 1, in which a plurality of columns are stacked and adjacent to each other.
凸形で、楔着又は噛合わされたものである特許請求の範
囲第1項の不陸面密接固定型枠。(5) The formwork for closely fixing an uneven surface according to claim 1, wherein the adjacent poles of the column have a triangular or uneven cross-sectional shape and are wedged or interlocked.
箇所の不陸面に、ポールを隣接させて列状に設けた列柱
を設け、該列柱のそれぞれの上部を水平もしくは目的の
勾配に切りそろえ、目地にて相対峙するそれぞれの列柱
の上部を弾性成型材、伸縮継手、あるいはジョイントで
連接した不陸面密接固定型枠。(6) When repairing or constructing a road, a colonnade with adjacent poles arranged in a row is installed on the uneven surface of the joint, and the upper part of each colonnade is set horizontally or A formwork that is closely fixed on an uneven surface, with the tops of columns cut to the slope and facing each other at joints, connected using elastic molding, expansion joints, or joints.
軽く押し列状の列柱を形成し、この列柱と不陸面と、あ
るいは列柱の対面の法面とで形成する空所にコンクリー
トを流し込む不陸面密接固定工法。(7) Form a lightly pushed row of columns with poles adjacent to each other so that they are in close contact with the uneven surface, and a space formed by the columns and the uneven surface or the slope on the opposite side of the column. A method of closely fixing an uneven surface by pouring concrete into it.
角柱又は多角柱である特許請求の範囲第7項記載の不陸
面密接固定工法。(8) The method for closely fixing an uneven surface according to claim 7, wherein the cross-sectional shape of the pole is a hollow cylinder, a solid cylinder, a square cylinder, or a polygonal cylinder.
7項記載の不陸面密接固定工法。(9) A construction method for closely fixing an uneven surface according to claim 7, in which a plurality of columns are stacked and adjacent to each other.
は凹凸型で楔着又は噛合わされたものである特許請求の
範囲第7項記載の不陸面密接固定工法。(10) The method of closely fixing an uneven surface according to claim 7, wherein the cross-sectional shapes of adjacent poles of the column are triangular or uneven and wedged or interlocked.
箇所の不陸面に、ポールを隣接させて列状に設けた列柱
を設け、該列柱のそれぞれの上部を水平もしくは目的の
勾配に切りそろえ、目地にて相対峙するそれぞれの列柱
の上部を弾性成型材、伸縮継手、あるいはジョイントで
連接し、各不陸面と列柱の壁面に形成する空所にコンク
リートを流し込む不陸面密接固定工法。(11) When repairing or constructing a road, a column with adjacent poles arranged in a row is installed on the uneven surface facing the joint, and the top of each column is leveled or set to the desired slope. The upper parts of each column facing each other at the joints are connected using elastic molding materials, expansion joints, or joints, and concrete is poured into the voids formed between each uneven surface and the wall of the column. Close fixation method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1189986A JPS62170659A (en) | 1986-01-24 | 1986-01-24 | Flat roof surface close adhesion fixing mold frame and construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1189986A JPS62170659A (en) | 1986-01-24 | 1986-01-24 | Flat roof surface close adhesion fixing mold frame and construction method |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS62170659A true JPS62170659A (en) | 1987-07-27 |
Family
ID=11790576
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1189986A Pending JPS62170659A (en) | 1986-01-24 | 1986-01-24 | Flat roof surface close adhesion fixing mold frame and construction method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS62170659A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012237095A (en) * | 2011-05-10 | 2012-12-06 | Kfc Ltd | Repair method and repair structure for hollow slab |
-
1986
- 1986-01-24 JP JP1189986A patent/JPS62170659A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012237095A (en) * | 2011-05-10 | 2012-12-06 | Kfc Ltd | Repair method and repair structure for hollow slab |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
RU2129640C1 (en) | Shuttering component for making concrete walls | |
US5367845A (en) | System for building a structure | |
CA1145584A (en) | Concrete form system | |
US5224313A (en) | Apparatus for constructing isolation pockets | |
JP6137394B1 (en) | Anchor holder for low-rise buildings and foundation work | |
JPH05500249A (en) | Formwork for forming structural beams | |
JPS62170659A (en) | Flat roof surface close adhesion fixing mold frame and construction method | |
JPH0782753A (en) | Constructing method for continuous footing | |
JPH08177059A (en) | Footing block, and integrated method for constructing continuous footing employing footing block | |
JP2813605B2 (en) | Construction foundation and construction method | |
GB2161512A (en) | Wall panel of concrete blocks | |
JP2549302B2 (en) | Basic structure of building | |
AU671528B2 (en) | Jointing element | |
JP3729890B2 (en) | Single-sided precast concrete underground beam and its components | |
JP2000257078A (en) | Construction method of mat foundation to use pc foundation beam member and pc support frame for pc foundation beam member | |
JP4242803B2 (en) | Implanting material on concrete surface for supporting uplifting and dam plate, and concrete form forming method using the member | |
JPS5817773Y2 (en) | Prestressed concrete girder for road bridge | |
KR200146362Y1 (en) | Expansion joint fixing device for concrete slab | |
JPH0227000Y2 (en) | ||
JPS60341Y2 (en) | stacked block foundation frame | |
JP3150535B2 (en) | Insulated precast concrete foundation and method of manufacturing the same | |
JPS6157731A (en) | Construction of culvert | |
JPH0145299Y2 (en) | ||
JP2000328588A (en) | Mold device and method for constructing retaining wall | |
JP2776620B2 (en) | Basic structure of building |